Kneading
Pressing
Tamping
Vibration
A. Kneading
Both A and R is true and R is the correct explanation of A
Both A and R is true but R is not the correct explanation of A
A is true but R is false
A is false but R is true
Acquisition of land
Selection of site
Fmalisation of alignment of work
All the above
50 %
84.1 %
99.9 %
100 %
Bulldozer
Clam shell
Scraper
Dump truck
1, 2 and 3 are correct
1 and 4 are correct
2, 3 and 4 are correct
1, 2 and 4 are correct
The difference of latest occurrence time and earliest expected time, is called slack
The activities connecting the events having zero slack, lie on the critical path
The critical path consumes the maximum time
All the above
Number of operations
Output of labour
Output of machinery
All the above
50 %
Less than 50 %
More than 50 %
100 %
80 and 90
90 and 80
85 and 75
75 and 83
Line organisation
Line and staff organisation
Functional organisation
Effective organisation
Kneading
Pressing
Tamping
Vibration
Programme Evaluation and Review Technique, is event oriented
Programme Evaluation and Review Technique is not event oriented
Critical Path Method is event oriented
Critical Path method is event oriented
CPM analysis is activity oriented
PERT analysis is event oriented
In CPM, the time is related to cost
All the above
100% at the site
67% at the site and 33% under procurement
50% at the site and 50% under procurement
33% at the site and 67% under procurement
A project is divided into various activities
Required time for each activity is established
Net work is drawn by connecting the activities and the events
All the above
to + 3tm+ tp/3
to + 4tm+ tp/4
to + 4tm+ tp/5
to + 4tm+ tp/6
Rs. 4,75,000
Rs. 5,75,000
Rs. 6,50,000
Rs. 8,50,000
Light construction
Heavy construction
Industrial construction
None of these
Executive Engineer
Engineer
Junior Engineer
Assistant Engineer
Preparation of estimate
Survey of the site
Initiation of proposal
Preparation of tender
Instructions by the executive engineers
Construction measurements
Issue of store equipments
Names of the casual labour
Departmental representative or user
Local civil authority representative
Representative of engineer authority
All the above
The various functions under each activity, are shown by one bar on Bar Charts
Bar chart establishes the interdependency of one event on another
Only approximate percentage of the completed work is reported
None of these
Total duration of project is reduced
Total duration of project is increased
Uniform demand of resources is achieved
Cost of project is controlled
Moist loam
Sand and gravel
Good common earth
Wet sticky clay
The duration between the earliest start time of the preceding event and latest finish time of the succeeding event, is called 'float'
The duration of time by which an activity can be delayed without affecting the succeeding activity, is called free float
The difference between total float and free float, is called interfering float
All the above
Minimum
Maximum
Zero
Infinite
Total float
Free float
Interfering float
Independent float
Site located
Foundation is being dug
The office area is being cleaned
The invitations are being sent
Crash time
Normal time
Optimistic time
Standard time